自保温榫式砌块砌体组合结构抗震性能研究

英文篇名：Study on Seismic Performance of Composite Structure with Self-insulation Tenon Style Masonry
中文刊名：湖南工程学院学报(自然科学版)
英文刊名：Journal of Hunan Institute of Engineering(Natural Science Edition)
作者：张少桦 ; 雷莉 ; 康九斯
英文作者：ZHANG Shao-hua ; LEI Li ; KANG Jiu-si ; College of Civil Engineering ; Hunan Univesity of Science and Technology
中文关键词：自保温榫式砌块砌体 ; 砌体组合结构墙片 ; 抗震性能
英文关键词：self-insulation tenon style masonry ; composite structure walls of energy-saving masonry ; seismic behavior
出版日期：2014-12-25
机构：湖南科技大学土木工程学院;
年：2014
期：04
出版单位：湖南工程学院学报(自然科学版)

摘要

为了研究自保温榫式砌块砌体组合结构的抗震性能,通过对自保温榫式砌块砌体组合结构低周反复荷载作用下试验,获得了自保温榫式砌块砌体组合结构的水平承载能力、耗能性能、延性、刚度退化等特征.根据试验结果和相关参数分析,自保温榫式砌块组合砌体具有良好的抗震性能,试验分析结果可供自保温榫式砌块砌体组合结构的墙体设计提供参考依据.
In order to study the seismic performance of the insulation from the tenon style masonry composite structure,the insulation under the self-tenon style masonry composite structure low cyclic loading tests is obtained from a combination of insulation tenon style masonry structures level of carrying capacity,energy dissipation,ductility and stiffness degradation.Based on the test results and related parametric analysis,self-insulation composite masonry block tenon style has a good seismic performance.The test results of the available heat from the wall design tenon style masonry composite structure provide a reference for the composite structure walls.

引文

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